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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH NALLIFLOOR <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <br />SHEATHING <br />12 16d x 1 NAILS TO TRUSS SHEATHING <br />( ) FASTENER SCHEDULE' <br />TITEN TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />TE <br />POURED LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SYP #22"x4", <br /># 19DO UPLIFT (2) SIMPSON <br />(16) 10d x 3 }" NAILS TO GIRDER AND 6", W x 4'-0" MAY BE ADDED <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS 2 ROWS 3" <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 �" NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL W/10 tOd TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED W/ (3) 16tl <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES 0124" OIC, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12, O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />TITEN 2 ANCHORS MIN_ <br />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />7' COVER 8 2' APART <br />CALLOWABLE UPLIFT = U:2705 LBS(2 PLY) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />13 lb 1 c SCALE: 3/4"=1'4' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />U-0" TO W-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 601-0 (3)'-r BRACE SECURE 2x8 PT. PLATE <br />0) "X" BRACE 01 CENTER TO BLK W/ 1/2" DIP. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />RE-ENG GABLE TRUSS SECURE GABLE TO 218 <br />P.T. PLATE W/ 12d's 6' <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT, 2x4 SECURED W/ <br />-21(2)10d's 01 EACH TRUSS <br />TO BE INSTALLED 01 <br />10'-U' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE. 3/4-1-0' <br />NOTCH DEPTH 1/4•D <br />E TER <br />METER <br />DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />L. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER OFFOLLOWING <br />NL <br />SPANONLYHOLE <br />EDGE -50.1. <br />METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_A) <br />AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />q <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSESARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />BTM.OLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLAT<3/5•D DBL. STUD <br />SUBJECT TO Fl AND F2 FORCES. <br />STUD NOTCHING <br />i1 AND BORING LIMITS <br />0 SCALE: 1 1!I =1'-0" <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774"6078 <br />FAX: 407-7744078 <br />www.abdeMgngroup.com <br />AA #: 0003325 <br />4 <br />p <br />SUSDIV. & LOI-14 <br />SILVERADO <br />LOT 9 <br />BLK 19 <br />Plto"=T* <br />04128.002 09191 <br />MODZ :. <br />4EBB <br />"1828-CAlf <br />GARAGa SWMG: <br />LEFT <br />PALM: <br />DETAILS <br />150 MPH EXP. B <br />a <br />D TE 04/06/20 <br />9CAIi: 1/4"=1'-0" <br />ai-maT <br />S3.1A <br />